Remaining work for Construction of various roads of Kalyanpur and Dwarka taluka under NB package No. DWK/NB/2016-17/P-09. Taluka- Kalyanpur and Dwarka. (Seventh Attempt)

Name of Work : Remaining work for Constructionvarious roads of Kalyanpur and Dwarka taluka under NB package No.

DWK/NB/2016-17/P-09. Taluka- Kalyanpur and Dwarka.

Taluka :- Kalyanpur, Dwarka Dist :- DevBhoomi Dwarka

1 Construction Of Gandhvi Gandhvi Bandar Road.(Non Plan),km 0/0 to 3/50. Tal.Kalyanpur

2 Construction Of Maleta Ramkund(Satapar) Road.(Non Plan),km 2/780 to 6/800.

3 Construction Of Aniyari Tupani Road.(Non Plan), km 0/0 to 3/700.

Quantity Unit Items of work. Estimated Rates Per Total amount

Quantity Unit Items of work. Estimated Rates Per Total amount

estimated according to

but may be Rs. In Rs. In words estimated

more/less figure quantity.

960.69 Cum. 1 Providing and Laying granular sub-base Grade-I C.B.R. 724.73 Rupees Seven Hundred Cum.

not less than 30% by providing coarse graded Twenty Four And Paise

matrerial,consisting of B.T. crushed stone aggregates 53 Seventy Three Only

45%,2.36 mm to below @ 20% coarse sand combination

and stone dust/grit spreading in uniform layers with motor

grader on prepared surface,mixing by mix in Place

method with rotovator at O.M.C. to required dry density

including filling the depressions which occred during the

process using vibratory roller complete as per Clause-401

1911.10 Cum. 2 Supplying and stacking of crushed stone aggregates, 544.04 Rupees Five Hundred Forty Cum.

chippings of hard of stone 40 to 63 mm mm size free of Four And Paise Four Only

disintegrated pieces of deleterious and organic matter (for

W.B.M.) and grading as per I.R.C. code. including filling

the boxes with all lead and lift.

1 Package no DWKNB201617P09.xlsx~Sch B

396.90 Cum. 3 Supplying and stacking of Machine crushed stone 505.04 Rupees Five Hundred Five Cum.

aggregates, chippings etc.of 6 to 10 mm size of hard And Paise Four Only

stone free of disintegrated pieces, deleterious and

organic matter (for WBM) and grading as per I.R.C. code.

Including filling the boxes with all lead and lift.

187.50 Cum. 4 Supplying and stacking of stone dust on road site 334.36 Rupees Three Hundred Cum.

including filling the measure boxes with all lead and lift. Thirty Four And Paise Thirty

2312.00 Cum. 5 Spreading the stone aggregate for rolling and W.B.M. 158.57 Rupees One Hundred Fifty Cum.

including filling the interstices to required camber and Eight And Paise Fifty Seven

gradient (excluding spreading of Blindage)(ii) 40mm to Only

63mm size aggreagates

953.50 Cum. 6 Spreading blindage or road crust filling the gaps in metal 93.62 Rupees Ninety Three And Cum.

and leveling to camber and gradient as directed.(i) Paise Sixty Two Only

304.00 Cum. 7 Rolling and consolidation using vibratory road roller 8 - 10 75.75 Rupees Seventy Five And Cum.

tonne capacity (C) Water bound Macadam (Layer not Paise Seventy Five Only

exceeding 100mm thickness)

0.00 Cum. 8 Earthwork for embankment including breaking clods, 160.59 Rupees One Hundred Sixty Cum.

dressing with all lead and lift (excluding watering and And Paise Fifty Nine Only

consolidation).

0.00 Cum. 9 Rolling of earthwork in layers with power roller including 17.77 Rupees Seventeen And Cum.

filling in depressions which occur during the process as Paise Seventy Seven Only

2597.28 Cum. 10 Earthwork in cuting in all sorts of soil and soft murrum 146.45 Rupees One Hundred Forty Cum.

including conveying and spreading the stuff, embankment Six And Paise Forty Five

as and where directed within 200meters from the end of Only

the cutting with all required lead and lift.

2 Package no DWKNB201617P09.xlsx~Sch B

35607.00 Sqm. 11 Providing and applying primar coat with bitumen emulsion 18.18 Rupees Eighteen And Paise Sqm.

on prepared surface of granular base including cleaning of Eighteen Only

road sureface and spraying primer @ rate of

kg./Sq.m using mechanical means.

2672.00 M. T. 12 Providing and laying 37.50 mm thick Built up spray grout in 1389.85 Rupees One Thousand M. T.

One layers using black crushed stone aggregate as per Three Hundred Eighty Nine

gradation and specification including using bitumen for And Paise Eighty Five Only

tackcoat at the rate of 2.5 Kg./10 Sqmt. on Surface by

mechanical sprayer and bitumen of VG-10 grade mixing at

the rate of 19.90 Kg./ M.T.by weight of total mix ( i.e.1.99 % )

including heating and mixing the aggregate and bitumen by

continuous batching drum mix plant, transporting the mix and

spreading the same by paver finisher and consolidation with

vibratory roller including cost of all materials, fuel,

labours,tools and plants. using contractor's own drum mix

plant and machineries etc. complete.

1871.00 M. T. 13 Providing, laying and rolling of 25 mm thick open graded 1833.16 Rupees One Thousand M. T.

premix bitumenous carpet with B.T. aggregate as specified Eight Hundred Thirty Three

and using bitumen VG-10 for tackcoat at the rate of 2.5 Kg./10 And Paise Sixteen Only

Sq.Mt. on BT surface and using bitumen VG-10 for mixing

with aggregate at the rate of 3.36 % i.e. 33.60 Kg./ M.T. of

total mix including heating and mixing in drum mix plant,

spreading the same with paver finisher and consolidation with

vibratory roller including necessary fire wood, oil, lubricants,

labor charges etc. using contractor's own drum mix plant and

equipment, tools etc. completed in accordance with the

requirement of specification.

3 Package no DWKNB201617P09.xlsx~Sch B

972.00 MT 14 Providing and laying seal coat with B.T. aggregate as 2015.89 Rupees Two Thousand MT

specified using aggregate at the rate of 0.18 Cum/ 10 Sq.Mt. Fifteen And Paise Eighty

and bitumen VG-10 for mixing with aggregate at the rate of Nine Only

4.5 % i.e. 45.00 Kg./M.T. of total mix including heating and

mixing in drum mix plant and spreading the same by paver

finisher and consolidation with vibratory roller including

necessary fire wood, oil, lubricants, labour charges using

contractor's own drum mix plant, machineries and equipment,

tools etc. complete in accordance with the requirement of

0.00 Cum. 15 Box cutting the road surface to proper slope and camber 66.05 Rupees Sixty Six And Paise Cum.

for making a base for road work including removing the Five Only

excavated stuff and depositing on the road side slope as

directed upto all lead and lift.

262.53 Cum. 16 Providing and filling in foundation with ordinary C.C. M- 2110.90 Rupees Two Thousand One Cum.

100 mix and Providing necessary vertical pin headers Hundred Ten And Paise

including formwork, vibrating, ramming and curing etc. Ninety Only

1037.89 Sqm. 17 Providing and fixing pre-cast Rubber Dye inter locking 609.03 Rupees Six Hundred Nine Sqm.

concrete block 60mm thick with grade of concrete M200 And Paise Three Only

pnumatic compressed by mechanically pressed and as per

approved design including 75mm Sand layer for levelling and

filling the joint with sand in proper line and level etc complete.

55.28 Cum. 18 Providing and casting in situ ordinary Trimix cement concrete 3074.45 Rupees Three Thousand Cum.

M200 for average 200 mm thick road work laid as directed Seventy Four And Paise Forty

including provoding and laying MS side rail of road thickness Five Only

with necessary nut bolts plates fixing as per width width

applying plate vibrator ( Electric or Diesel )on channel

compressor with vaccume dewatering system by using all

necessary equipment and materials and machinary such as

running creed vibrator on prelaid MS Channel for levelling

vaccum pump floating power trovelling etc filling the joints with

Bitumin as directed etc. comp.

4 Package no DWKNB201617P09.xlsx~Sch B

5.01 M. T. 19 Providing HYSD reinforcement for R.C.C work including 39905.81 Rupees Thirty Nine Thousand M. T.

bending, binding,cuting and placing in position complete Nine Hundred Five And Paise

as per deatailed drawing. Eighty One Only

545.76 Cum. 20 Excavtion for foundation in upto 1.50m depth including 153.52 Rupees One Hundred Fifty Cum.

sorting out &stcking of useful materials and disposing of Three And Paise Fifty Two

the excavated stuff up to all lead in (B)Dence or Hard soil. Only

446.00 Cum. 21 Excavtion for foundation in upto 1.50m depth including 261.59 Rupees Two Hundred Sixty Cum.

sorting out &stcking of useful materials and disposing of One And Paise Fifty Nine

the excavated stuff up to all lead in (C) Hard Murrum Only

783.49 Cum. 22 Providing & Casting in situ ordinary CC M-150 mix & 2734.67 Rupees Two Thousand Cum.

providing necessary pin headers including shuttering , Seven Hundred Thirty Four

scaffolding , laying , vibrating , curing & finishing complete And Paise Sixty Seven Only

with out V-grooves for all height.

144.00 No. 23 Providing & laying weep hole in Aburtments, and returns 52.42 Rupees Fifty Two And Paise No.

by using A.C. pipe of 100mm including laying in proper Forty Two Only

grede and jointing the completed as per detailed

0.00 Rmt. 24 Supplying and fixing reinforced concrete heavy duty non- 2463.96 Rupees Two Thousand Four Rmt.

pressure pipes with collars for culverts carrying heavy Hundred Sixty Three And

traffic as per IS 458 : 1991 specifications including setting Paise Ninety Six Only

the pipes in Cement mortar 1 : 2 watering and laying (to

level or slope) of class NP3 of [Vii] 900 mm internal dia

135.00 Rmt. 25 Supplying and fixing reinforced concrete heavy duty non- 4543.12 Rupees Four Thousand Five Rmt.

pressure pipes with collars for culverts carrying heavy traffic Hundred Forty Three And

as per IS 458-1991 specifications including setting the pipes Paise Twelve Only

in C.M. 1:2 watering and laying (to level or slopes) of class

NP3 of following internal daimeters.(vii) 1200mm dia wih all

187.89 Cum. 26 Filling around the pipes with murrum including dressing 51.21 Rupees Fifty One And Paise Cum.

and tampering etc. complete. Twenty One Only

5 Package no DWKNB201617P09.xlsx~Sch B

31.70 Cum. 27 Providing & casting in situ ordinary CC M-200 mix for 3008.79 Rupees Three Thousand Cum.

average 100mm thick wearing coat laid as directed Eight And Paise Seventy

including temping,vibreating,finishing in joints with Nine Only

12.00 No. 28 Providing and fixing ordinary K.M Stone precast C.C 1:2:4 490.86 Rupees Four Hundred No.

including necessary reinforement as per I.R.C type design Ninety And Paise Eighty Six

in C.C 1:4:8 including painting and lettering etc. complete. Only

47.00 No. 29 Providing & fixing Hectometer stone as per IRC type 269.67 Rupees Two Hundred Sixty No.

design including painting, lettering etc.complete ( ii ) fixing Nine And Paise Sixty Seven

in CC 1:5:10 Only

220.00 No. 30 Providing & fixing guard stone as per IRC type design 62.62 Rupees Sixty Two And No.

including painting, lettering etc.complete ( I ) fixing in Earth Paise Sixty Two Only

477.00 No. 31 Providing & fixing Indicator stone of approved stone as per 110.09 Rupees One Hundred Ten No.

IRC type design including white washing etc.complete ( I ) And Paise Nine Only

fixing in Earth

24.00 No. 32 Supplying and fixing Road sign Board of M.S. plates angle 1903.85 Rupees One Thousand Nine No.

iron including painting, lettering etc. complete incl. fixing in Hundred Three And Paise

cement concrete 1: 4: 8 with necessary excavation etc. Eighty Five Only

complete as per I.R.C. type design. [I] Non-Reflective

6.00 No. 33 Providing and fixing junction board of M.S plates and 5193.42 Rupees Five Thousand One No.

angles as per standard I.R.C design including fixing in C.C Hundred Ninety Three And

1:4:8 with necessary excavation, painting figuring and Paise Forty Two Only

lettering on board etc, complete

6.00 No. 34 Providing and fixing village name boards as per standard 3593.58 Rupees Three Thousand No.

I.R.C type design of steel plate including painting, lettering Five Hundred Ninety Three

etc. complete with fixing in C.C 1:4:8 block with necessary And Paise Fifty Eight Only

6.00 No. 35 Providing & fixing Flood guage post of M.S.angle of 100 x 100 1194.15 Rupees One Thousand One No.

x 6mm. 2.00mt. ht. including fixing in CC 1:2:4 block 0.30 X Hundred Ninety Four And

0.30m X 0.45m including oil Painting etc. complete Paise Fifteen Only

6 Package no DWKNB201617P09.xlsx~Sch B

6.00 No. 36 Cautionary warning Board : Providing and fixing sign 3182.51 Rupees Three Thousand No.

boards made out of 2mm alluminium sheet; size 90x90x90 One Hundred Eighty Two

cms euilateralal triangle as per design of IRC 67 1977. Pre And Paise Fifty One Only

treated with phospheting process & acid etching; coated

with one coat of epoxy primer and two coats of best quality

epoxy paints; reflectorised with retro reflectivesheeting as

per latest MOST specifications; 3.10m long stand postand

frame fabricated from suitable sizeiron angle of

35x35x3mm,75x75x6mm as required; painted with

bestquality epoxy coating in black andwhite bends the

details of symbol foreach board shall be as per

theinstruction of engineer in charge the fixing at site shall

be in 1:2:4 CC block of size 45x45x60cms for each leg

incl. excavation curing ertc. comp. under the supervision

of engineer in charge A) Engineer grade

Total Cost of Civil Work Rs.

Rs. In = Rupees One Crore Seventy Four Lakh(s) Forty Three Thousand Four Hundred Forty Four And

Words Paise Twelve Only

(B) Rebate on Above tenered Amount (if any)…...……% (in figure) Rs……………………...............

Signature of Contractor Executive Engineer

Devbhoomi Dwarka Panchayat (R & B) Division

7 Package no DWKNB201617P09.xlsx~Sch B

[1] All work shall be carried out as per P.W.D. Hand Book and other specification of the Division or as directed.

[2] All the columns in the Schedule be filled in ink and the total of the entries in the last column should be struck by the contractor under his

[3] Rates quoted include clearance of site (prior commencement of work and at its close) in all respects and hold good for work under all conditions,

site moisture, weather etc.

[4] The contractor shall exhibit the details of work, tender amount, specifications as per Govt. circular No. BDG / 3277 / 1657 Dated. 26-4-1978 and

G.R. No. TNC/ 1090-24 C, Dated. 18-11-91 as directed by the Engineer-in-charge on the work site for which contactor.

[5] Testing of materials as per statement attached with the specifications. The materials shall be tested in G.E.R.I. Bill for testing shall be paid by the

department and 1 % (One percentage) of amount put to tender after deduction the cost of material as per Schedule-'A' shall be recovered from

contractor in Running bill as per G.R. of R&B Deptt. No. TNC/1085-4-6, Dt. 20-12-91 & modified R&B Deot, Circular No. SSR/10000092-IB-

[6] Concrete and Bitumeneous mix design shall be carried out by controctor at his own cost.

[7] In R.C.C. item where there is change of grade mix orchange as per actual mix design the difference of of cement consumption shall be added /

deducted from rate of original item at the rate of star rate mentioned in the tender.

[8] Testing of materials shalll be as per statement atteched with the specification. The materials shall be tested in G.E.R.I. bill of testing charges

shall be paid by the Executive Engineer and 1 % of the amount put to Tender shall be recovered from the contractor in running bills is as per

G.R. (R&B) Dept. No. TNC 1085 / (4) C Dt. 10-05-85.

[9] Labour Cess 1 % (One Percent) of estimated cost put to tender for this work shall be recovered from contractor of building or other construction

works. (Resolution of Employment and condition Act 1996)

[10] Contractor shall even 'NIL' percentage. If No deduction is offered.

Signature of Contractor Executive Engineer

Devbhumi Dwarka Panchayat (R & B) Division

8 Package no DWKNB201617P09.xlsx~Sch B